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1.中国地震局建筑物破坏机理与防御重点实验室,河北 三河 065201
2.防灾科技学院土木工程学院,河北 三河 065201
Received:30 June 2021,
Revised:2021-08-21,
Published:15 August 2021
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周洋,齐正欣,郭迅.RC框架结构地震破坏机理与抗倒塌研究现状与展望[J].防灾减灾工程学报,2021,41(04):860-873.
ZHOU Yang,QI Zhengxin,GUO Xun.Progress and Prospect on Seismic Collapse Mechanism and Collapse⁃ resistant Capacity of RC Frame Structures[J].Journal of Disaster Prevention and Mitigation Engineering,2021,41(04):860-873.
周洋,齐正欣,郭迅.RC框架结构地震破坏机理与抗倒塌研究现状与展望[J].防灾减灾工程学报,2021,41(04):860-873. DOI: 10.13409/j.cnki.jdpme.202106030.
ZHOU Yang,QI Zhengxin,GUO Xun.Progress and Prospect on Seismic Collapse Mechanism and Collapse⁃ resistant Capacity of RC Frame Structures[J].Journal of Disaster Prevention and Mitigation Engineering,2021,41(04):860-873. DOI: 10.13409/j.cnki.jdpme.202106030.
多层钢筋混凝土(RC)框架结构地震破坏机理与抗倒塌设计理论一直是地震工程领域的研究热点。聚焦砌体填充墙对结构破坏模式的影响,从地震倒塌机理、结构破坏模式与成因剖析、抗地震倒塌设计理念3个方面对国内外开展的多层RC框架结构抗震研究进行了梳理、总结。结果表明:地震作用下实际工程及实验室模型难以出现设计预期的“强柱弱梁”破坏,设计细节和非结构构件均影响结构的地震破坏模式;改善填充墙与周围框架连接方式、增设翼墙或设置柔性填充墙一般均能保证结构的抗倒塌性能。
Multi-storey RC frame has been applied widely because of its flexible layout and economic applicability. Due to the complex behavior of materials and influence on nonstructural components, there is still no generally rational method for predicting the seismic failure mode and evaluating the anti-collapse capacity of RC frame structures. In the past decades, based on the seismic analysis, model tests and FE simulation, massive amount of studies have been carried out to investigate the seismic failure mode and collapse mechanism of RC frame. This paper summarizes these studies from the following aspects: the failure mode and collapse mechanism, the yielding mechanism and the anti-collapse design theories. Furthermore, the latest research progress is presented, the existing problems are pointed out and the research trends are prospected.
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